Publication | Closed Access
A novel optimal plane arrangement of stabilizing piles based on soil arching effect and stability limit for 3D colluvial landslides
55
Citations
43
References
2015
Year
Geotechnical EngineeringEngineeringSlope StabilityRock SlopeFoundation EngineeringCivil EngineeringSoil-structure InteractionSoil StructureStability LimitGeomechanicsColluvial Landslides
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